CN107324225A - Modular assembly formula automatic lifting tower crane attached wall workbench - Google Patents
Modular assembly formula automatic lifting tower crane attached wall workbench Download PDFInfo
- Publication number
- CN107324225A CN107324225A CN201710675626.6A CN201710675626A CN107324225A CN 107324225 A CN107324225 A CN 107324225A CN 201710675626 A CN201710675626 A CN 201710675626A CN 107324225 A CN107324225 A CN 107324225A
- Authority
- CN
- China
- Prior art keywords
- module
- tower crane
- pieces
- operating platform
- attached wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000203 mixture Substances 0.000 claims abstract description 12
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000002184 metal Substances 0.000 claims description 26
- 229910052751 metal Inorganic materials 0.000 claims description 26
- 150000002739 metals Chemical class 0.000 claims description 14
- 239000000725 suspension Substances 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims 1
- 230000001737 promoting effect Effects 0.000 abstract description 3
- 230000007115 recruitment Effects 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
Abstract
The invention discloses a kind of modular assembly formula automatic lifting tower crane attached wall workbench, including operating platform and self-lifting system, operating platform is made up of seven pieces of level modules and four pieces of vertical modules, first module and the second module are symmetrically arranged, 7th module arrangement is in rear end, 6th module arrangement is in front end, 3rd module and the 4th module are close to the first module and the second module, 5th module collectively constitutes operating platform linkage reprint close to the 6th module, and by the 3rd module, the 4th module, the 5th module；Four pieces of peripheral automatic panel-turnover flak jacket columns of vertical module composition；Lift track and be arranged on four big angles of tower crane, the steady lifting of workbench is realized by rail system and carriage.Present invention saves the repetition recruitment for manually setting up attached wall operating platform repeatedly, factorial praluction, modularization are installed, and are installed in place first, follow-up electronic lifting, produce once to be recycled and be used in turn, prevented to pacify falling object from high altitude, the personnel casualty accidentses torn open in link repeatedly.Engineering cost has been saved, it is practical, with high promotional value.
Description
Technical field
The present invention relates to industry and the attached wall operating platform of all tower cranes of civil buildings.
Background technology
Recently as the increasing of skyscraper, the vertical transportation machinery of main body construction is all using attached wall jack up
Within derrick crane, general 40 meters of free height, wall-attaching equipment progress tower body must be installed more than 40 meters on building steady
Gu, by installing tower crane attached wall, strengthen contacting between tower crane and building, reach the purpose of stable tower crane.Operating platform is taken
Work high above the ground is located at, the installation of tower crane attached wall needs workman to install attached wall in the position of certain altitude, to ensure workman's work
Safety and the demand in space, before tower crane attached wall is installed, first install tower crane operating platform and are used so that workman installs attached wall.It is conventional
Steel pipe type tower crane operating platform set up difficulty, easily there is falling from high altitude and falling object from high altitude equivalent risk, it is not only dangerous but also time-consuming take
Work.Therefore need a kind of safety and stability and tower crane attached wall operating platform convenient to assemble and disassemble to meet construction demand.
The content of the invention
It is an object of the invention to provide a kind of modular assembly formula automatic lifting tower crane attached wall workbench, save artificial
The repetition recruitment of attached wall operating platform is set up repeatedly, and factorial praluction, modularization are installed, be installed in place first, subsequently electronic to carry
Rise, producing once to be recycled is used in turn, and has prevented to pacify falling object from high altitude, the personnel casualty accidentses torn open in link repeatedly.Save
Engineering cost, it is practical, with high promotional value.
The technical scheme is that, a kind of modular assembly formula automatic lifting tower crane attached wall workbench is flat by operation
Platform and self-lifting system composition.Operating platform is made up of seven pieces of level modules and four pieces of vertical modules, and seven pieces of level modules are：
The module of identical first and the second module, the module of identical the 3rd and the 4th module, the 5th module, the 6th module,
One the 7th module, wherein the first module and the second module are L-type, the long side of L-type is by the same big rectangle steel plate of five block sizes
Net composition, short side is made up of one piece of small rectangle expanded metal lath, and the 7th module is by the same square steel plate of the block size of identical four
Net composition, the 6th module is made up of the same rectangular bar of steel expanded metals of three block sizes, and the 3rd module and the 4th module are by four block sizes
The same rectangular bar of steel expanded metals composition, the 5th module is made up of the same rectangular bar of steel expanded metals of four block sizes, constitutes the 5th module
Rectangular bar of steel expanded metals than composition the 3rd module and the 4th module rectangular bar of steel expanded metals it is big.
First module and the second module are symmetrically arranged, the 7th module arrangement in rear end, the 6th module arrangement in front end,
3rd module and the 4th module close to the first module and the second module, the 5th module close to the 6th module, and by the 3rd module,
4th module, the 5th module collectively constitute operating platform linkage reprint, and the size of seven pieces of level modules surrounds one jointly just
Square platform.
Four pieces of peripheral automatic panel-turnover flak jacket columns of vertical module composition.
The 7th module expanded metal lath that platform is finally installed and the column bayonet joint of automatic panel-turnover flak jacket, remaining module with it is automatic
Turnover panel flak jacket column bolt connection.
Self-lifting system includes individual event multifunctional motor-driven elevator, steel wire rope, square tube guide rod, suspension hook, square tube and is oriented to
Bar guardrail, four-wheel runner device, guide rod stretch adjustable apparatus.The lifting of individual event multifunctional motor-driven is fixed on channel-section steel shoulder pole
Machine, steel wire rope upper end connection motor hoist, end connecting shackle, standard section of tower crane is provided with track, track and is fixed with certainly
Four-wheel runner device processed, square tube guide rod is connected by the flexible adjustable and retractable device of guide rod with self-control four-wheel runner device.
Present invention accomplishes the requirement of safety of tower crane, solve industry and the attached wall of civil buildings tower crane is installed, be applicable
Used in industry and the attached wall operating platform of all tower cranes of civil buildings.The artificial weight for setting up attached wall operating platform is repeatedly saved
Work is multiplexed, factorial praluction, modularization are installed, be installed in place first, follow-up electronic lifting, recyclable turnover of producing once makes
With having prevented peace repeatedly and torn falling object from high altitude, personnel casualty accidentses in link open.The green construction theory of national promotion has been responded,
Good safely and reliably machine operation environment is built, scientific and technical innovation achievement is protruded, and has saved engineering cost, practical,
With high promotional value.
The invention has the characteristics that：
1st, factory's regularization production, modularization are installed, take and tear convenient open.
2nd, once mounting in place, follow-up electronic lifting.
3rd, the artificial repetition recruitment for setting up workbench repeatedly has been saved.
4th, prevented to pacify falling object from high altitude, the personnel casualty accidentses torn open in link repeatedly.
5th, it is recycled and is used in turn, turnover rate is high, economic benefit is protruded.
6th, processing safety is high, is less prone to falling from high altitude and falling object from high altitude equivalent risk, overall reduction and eliminates safe hidden
Suffer from.
7th, the whole monitoring in real time of mobile phone A PP is realized.
8th, generalization is extremely strong, it is adaptable to which industry and the attached wall operating platform of all model tower cranes of civil buildings are used.
Brief description of the drawings
Fig. 1 is the assembled schematic diagram of workbench that seven pieces of level modules are surrounded.
Fig. 2 is the operating platform linkage reprint figure that the 3rd module, the 4th module, the 5th module are collectively constituted.
Fig. 3 is the expanded metal lath figure of seven pieces of level modules.
Fig. 4 is the expanded metal lath figure of one of vertical module.
Fig. 5 is self-lifting system schematic diagram.
Fig. 6 is modular assembly formula automatic lifting tower crane attached wall workbench schematic diagram.
Reference：Individual event multifunctional motor-driven elevator 1, channel-section steel shoulder pole 2, standard section of tower crane 3, steel wire rope 4, square tube are oriented to
Bar 5, suspension hook 6, square tube guide rod guardrail 7, workbench 8, four-wheel runner device 9, channel-section steel carrying girder steel 10, connection tower crane attached wall
Firm stock 11, guide rod flexible adjustable apparatus 12, high intensity hinge 13.
Embodiment
Traditional operation platform is set up or assembly using high-altitude, and Novel platform crosshead is assembled using ground, is utilized
Hanger principle, high-altitude is installed, once mounting in place, follow-up electronic lifting.It is convenient and swift, reduce traditional support body a large amount of in high-altitude group
The workload of dress, so as to effectively reduce the security risk of work high above the ground.
General-purpose type, the tool design of operating platform are carried out using tower body, tower body is used as support and stationary body；Carry out group
The overall processing of part figure makes, mounting suspension member and operating platform and flak jacket column.
A kind of modular assembly formula automatic lifting tower crane attached wall workbench, by operating platform and self-lifting system group
Into.Operating platform is made up of seven pieces of level modules and four pieces of vertical modules, as shown in figure 3, seven pieces of level modules are：Identical
One module and the second module, the module of identical the 3rd and the 4th module, the 5th module, the 6th module, one the 7th
Module, wherein the first module and the second module are L-type, the long side of L-type is made up of the same big rectangle steel plate net of five block sizes, short
While being made up of one piece of small rectangle expanded metal lath, the 7th module is made up of the same square expanded metal lath of the block size of identical four, the
Six modules are made up of the same rectangular bar of steel expanded metals of three block sizes, the 3rd module and the 4th module by four block sizes as it is rectangular
Shape expanded metal lath is constituted, and the 5th module is made up of the same rectangular bar of steel expanded metals of four block sizes, constitutes the rectangular bar of steel of the 5th module
Expanded metals is bigger than the rectangular bar of steel expanded metals of the 3rd module of composition and the 4th module.
As shown in figure 1, the first module and the second module are symmetrically arranged, the 7th module arrangement is in rear end, the 6th module
Be arranged in front end, the 3rd module and the 4th module close to the first module and the second module, the 5th module close to the 6th module, and
Operating platform linkage reprint is collectively constituted by the 3rd module, the 4th module, the 5th module, with high intensity hinge 13 and other modules
It is fixed, as shown in Figure 2.The size of seven pieces of level modules surrounds a square platform jointly just.
As shown in figure 4, constituting peripheral flak jacket column by four pieces of identical vertical modules.I.e. the 7th module platform is most
The expanded metal lath installed afterwards and flak jacket column plug-in connection, remaining module and flak jacket column bolt connection.
The design of lifting system is the key link of workbench, be also the operating platform so far maximum innovation it is bright
Point.Connecting bolt, otic placode, the stock of fixed tower crane are there are on standard section of tower crane, these devices are prominent standard knot surface
Component, operating platform want smoothly lifting must pass through these components.So by the 3rd module, the 4th module, the 5th module
The operating platform linkage reprint collectively constituted is it is possible to prevente effectively from the component protruded on standard section of tower crane.
Present invention lifting uses job platform in machine power automatic lifting, lifting process to run into tower crane stock, by making
The automatic turning of industry platform realizes freely rising in lifting process.Lift track and be arranged on four big angles of tower crane, carriage
Independent research is designed, and the steady lifting of workbench is realized by rail system and carriage.
As shown in Figure 5 and Figure 6, self-lifting system of the present invention includes 500KG individual event multifunctional motor-drivens elevator 1, steel wire
The flexible adjustable apparatus 12 of rope 4, square tube guide rod 5,1T suspension hooks 6, square tube guide rod guardrail 7, four-wheel runner device 9, guide rod.
Individual event multifunctional motor-driven elevator 1 is fixed on channel-section steel shoulder pole 2, the upper end of steel wire rope 4 connection motor hoist 1, end connection is hung
Hook 6, standard section of tower crane 3, which is provided with track, track, is fixed with self-control four-wheel runner device 9, and square tube guide rod 5 passes through guide rod
Flexible adjustable and retractable device 12 is connected with self-control four-wheel runner device 9.
The course of work is as follows：Suspension hook 6 catches on workbench 8, motor hoist 1 and worked, and steel wire rope 4 drives workbench 8
Slowly rise along the track on standard section of tower crane 3, lifting every time need to only remove the flak jacket column that last side is installed, then operate flat
Platform and the flak jacket column of its excess-three side are integrally lifted.Lifting carries out the installation of bell end platform and flak jacket railing afterwards in place, installs just
The fastening of platform and carrying girder steel is carried out behind position.
After operating platform and self-lifting system complete, installed and debugged, adapted discovery sliding system
Guide rod, by measuring for tower crane stock actual size, is reduced because height problem is easily derailed in the case where meeting requirement
The guide rod of sliding system, solves the derailing problem of guide rod.
Platform is connected as high-strength bolt connection, adapted to find, expanded metal lath and turn over that the namely platform of module 7 is finally installed
When plate guard rail is bolted to work high above the ground, bolt connection is very inconvenient, there is risk.Therefore the bolt at this position is connected
Connect that to be changed to bayonet joint more convenient.
Claims (3)
1. a kind of modular assembly formula automatic lifting tower crane attached wall workbench, it is characterized in that including operating platform and automatic lifting
System, operating platform is made up of seven pieces of level modules and four pieces of vertical modules, and seven pieces of level modules are：The module of identical first and
Second module, the module of identical the 3rd and the 4th module, the 5th module, the 6th module, the 7th module, wherein
First module and the second module are L-type, and the long side of L-type is made up of the same big rectangle steel plate net of five block sizes, and short side is by one piece
Small rectangle expanded metal lath is constituted, and the 7th module is made up of the same square expanded metal lath of the block size of identical four, the 6th module by
The same rectangular bar of steel expanded metals composition of three block sizes, the 3rd module and the 4th module by four block sizes as rectangular bar of steel expanded metals
Composition, the 5th module is made up of the same rectangular bar of steel expanded metals of four block sizes, and the rectangular bar of steel expanded metals of the 5th module of composition compares group
Rectangular bar of steel expanded metals into the 3rd module and the 4th module is big；
First module and the second module are symmetrically arranged, and the 7th module arrangement is in rear end, and the 6th module arrangement is in front end, the 3rd
Module and the 4th module are close to the first module and the second module, and the 5th module is close to the 6th module, and by the 3rd module, the 4th
Module, the 5th module collectively constitute operating platform linkage reprint, and the size of seven pieces of level modules surrounds a pros jointly just
Shape platform；
Four pieces of peripheral automatic panel-turnover flak jacket columns of vertical module composition；
Self-lifting system include individual event multifunctional motor-driven elevator (1), steel wire rope (4), square tube guide rod (5), suspension hook (6),
Square tube guide rod guardrail (7), four-wheel runner device (9), guide rod stretch adjustable apparatus (12), solid on channel-section steel shoulder pole (2)
Order multifunctional motor-driven elevator (1), steel wire rope (4) upper end connection motor hoist (1), end connecting shackle (6), tower crane
Standard knot (3), which is provided with track, track, is fixed with self-control four-wheel runner device (9), and square tube guide rod (5) is stretched by guide rod
Contracting adjustable and retractable device (12) is connected with self-control four-wheel runner device (9).
2. modular assembly formula automatic lifting tower crane attached wall workbench as claimed in claim 1, it is characterized in that, platform is last
The 7th module expanded metal lath installed and the column bayonet joint of automatic panel-turnover flak jacket, remaining module connect with automatic panel-turnover flak jacket column bolt
Connect.
3. modular assembly formula automatic lifting tower crane attached wall workbench as claimed in claim 1, it is characterized in that, automatic panel-turnover
Flak jacket column is fixed with high intensity hinge (13) and other modules.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710675626.6A CN107324225B (en) | 2017-08-09 | 2017-08-09 | Modular assembly formula automatic lifting tower crane attached wall workbench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710675626.6A CN107324225B (en) | 2017-08-09 | 2017-08-09 | Modular assembly formula automatic lifting tower crane attached wall workbench |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107324225A true CN107324225A (en) | 2017-11-07 |
| CN107324225B CN107324225B (en) | 2019-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710675626.6A Active CN107324225B (en) | 2017-08-09 | 2017-08-09 | Modular assembly formula automatic lifting tower crane attached wall workbench |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202379621U (en) * | 2011-11-30 | 2012-08-15 | 郑州市长城机器制造有限公司 | Tower crane, working platform of tower crane and inserted structure for working platform |
| CN202785351U (en) * | 2012-07-23 | 2013-03-13 | 中国建筑第八工程局有限公司 | Tower cranes attached operating platform |
| CN204138210U (en) * | 2014-08-13 | 2015-02-04 | 中天建设集团有限公司天津分公司 | A kind of regularization tower crane service platform and escape way |
| CN204529157U (en) * | 2015-02-04 | 2015-08-05 | 中天西北建设投资集团有限公司 | Tower crane attached wall service platform |
| CN204675672U (en) * | 2015-05-26 | 2015-09-30 | 中建四局第一建筑工程有限公司 | A kind of spliced tower crane service platform |
| CN207158651U (en) * | 2017-08-09 | 2018-03-30 | 陕西建工第五建设集团有限公司 | Modular assembly formula automatic lifting tower crane attached wall workbench |
-
2017
- 2017-08-09 CN CN201710675626.6A patent/CN107324225B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202379621U (en) * | 2011-11-30 | 2012-08-15 | 郑州市长城机器制造有限公司 | Tower crane, working platform of tower crane and inserted structure for working platform |
| CN202785351U (en) * | 2012-07-23 | 2013-03-13 | 中国建筑第八工程局有限公司 | Tower cranes attached operating platform |
| CN204138210U (en) * | 2014-08-13 | 2015-02-04 | 中天建设集团有限公司天津分公司 | A kind of regularization tower crane service platform and escape way |
| CN204529157U (en) * | 2015-02-04 | 2015-08-05 | 中天西北建设投资集团有限公司 | Tower crane attached wall service platform |
| CN204675672U (en) * | 2015-05-26 | 2015-09-30 | 中建四局第一建筑工程有限公司 | A kind of spliced tower crane service platform |
| CN207158651U (en) * | 2017-08-09 | 2018-03-30 | 陕西建工第五建设集团有限公司 | Modular assembly formula automatic lifting tower crane attached wall workbench |
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| Publication number | Publication date |
|---|---|
| CN107324225B (en) | 2019-02-26 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230105 Address after: No. 4333, Jinhua North Road, Chanba Ecological District, Xi'an, Shaanxi 710032 Patentee after: Shaanxi Huaxin Dingye Construction Materials Co.,Ltd. Address before: 710032 Shaanxi Fifth Construction Co., Ltd., West Entrance of Landscape Road, Xi'an City, Shaanxi Province Patentee before: SCEGC NO.5 CONSTRUCTION ENGINEERING GROUP Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CP03 | Change of name, title or address |
Address after: No. 1, Binshan Avenue, Fuping County, Weinan City, Shaanxi Province, 711700 Patentee after: Shaanxi Construction Engineering Huaxin Dingye Engineering Equipment Co.,Ltd. Address before: No. 4333, Jinhua North Road, Chanba Ecological District, Xi'an, Shaanxi 710032 Patentee before: Shaanxi Huaxin Dingye Construction Materials Co.,Ltd. |
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| CP03 | Change of name, title or address |